Elastic local buckling strength and maximum strength of cold‐formed steel members with different plate widths on adjacent plate elements-Reference-Cited by-同舟云学术

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Elastic local buckling strength and maximum strength of cold‐formed steel members with different plate widths on adjacent plate elements

Published:2019-07-13 Issue:4 Volume:2 Page:465-476
ISSN:2475-8876
Container-title:Japan Architectural Review
language:en
Short-container-title:Jpn Archit Rev

Author:

Kobashi Tomoki¹^ORCID,Ikarashi Kikuo²,Shimizu Nobutaka¹

Affiliation:

1. Steel Structural Research Laboratory Nippon Steel Corporation Futtsu Chiba Japan

2. Department of Architecture and Building Engineering Tokyo Institute of Technology Meguro, Tokyo Japan

Publisher

Wiley

Subject

General Medicine

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/2475-8876.12111

Reference17 articles.

1. vonKármánT SechlerEE DonnellLH.The strength of thin plate in compression. Transactions ASME Vol. 54 APM 54–5 1932.

2. WinterG.Strength of thin steel compression flanges. Journal of Structural Engineering ASCE pp. 527–576 1946.

3. Empirical effective width formula;Lind NC;Proceedings of ASCE, ST Division,1976

4. POST-BUCKLING STRENGTH OF THIN-PLATES

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Elastic critical local buckling load and behavior of local buckling for cold‐formed lipped channel steel member under compression;JAPAN ARCHITECTURAL REVIEW;2024-01

2. Elastic critical local buckling stress in cold-formed lipped channel and hat sections under uniform compression;Thin-Walled Structures;2023-10

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